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Effects of Curing Conditions on Compressive Strength and Tensile Behavior of Alkali-Active Slag-Based Fiber Reinforced Composites

양생 조건이 알칼리 활성 슬래그 기반 섬유보강 복합재료의 압축강도와 인장거동에 미치는 영향

  • Park, Se-Eon (Department of Architecture and Civil Engineering, Chonnam National University) ;
  • Choi, Jeong-Il (Biohousing Research Center, Chonnam National University) ;
  • Lee, Bang Yeon (School of Architecture, Chonnam National University)
  • 박세언 (전남대학교 건축토목공학과) ;
  • 최정일 (전남대학교 바이오하우징연구소) ;
  • 이방연 (전남대학교 건축학부)
  • Received : 2021.07.29
  • Accepted : 2021.09.08
  • Published : 2021.09.30

Abstract

The purpose of this study was to experimentally investigate the effects of curing methods on the compressive strength and tensile behavior of alkali-activated slag-based fiber-reinforced composite with a water-to-binder ratio of 15%. Three kinds of mixtures according to the curing conditions were prepared and compressive strength and tension tests were performed. Test results showed that the compressive strength and the first cracking strength of composites decreased when high temperature curing and air curing were adopted, while tensile strain capacity of composites increased. It was also observed that crack spacing and crack width of composites decreased by applying high temperature and air curing.

이 연구의 목적은 양생조건이 물-결합재비가 15%인 알칼리 활성 슬래그 기반 복합재료의 압축 및 인장거동에 미치는 영향을 실험적으로 조사하는 것이다. 이를 위하여 양생 조건을 다르게 하여 실험체를 제작한 후 압축강도와 인장실험을 수행하였다. 실험 결과 고온 양생과 기중 양생을 적용함에 따라 매트릭스의 압축강도와 균열강도는 감소한 반면 인장변형성능은 증가하는 것으로 나타났다. 또한 고온 양생과 기중 양생을 통해 복합재료의 균열 간격과 균열폭이 감소하는 것으로 나타났다.

Keywords

Acknowledgement

본 연구는 국토교통부/국토교통과학기술진흥원의 지원으로 수행되었음(과제번호 21CTAP-C163851-01).

References

  1. ACI Committee 544 (1996). Report on Fiber Reinforced Concrete, 544. 1R-96, American Concrete Institute.
  2. Choi, J.I., Lee, B.Y., Ranade, R., Li, V.C., Lee, Y. (2016). Ultra-high-ductile behavior of a polyethylene fiber-reinforced alkali-activated slag-based composite, Journal of the Cement and Concrete Composites, 70, 153-158. https://doi.org/10.1016/j.cemconcomp.2016.04.002
  3. Choi, J.I., Nguyen, H.H., Cha, S.L., Li, M., Lee, B.Y. (2021). Composite properties of calcium-based alkali-activated slag composites reinforced by different types of polyethylene fibers and micromechanical analysis, Construction and Building Materials, 273, 121760, 1-10.
  4. Gunasekara, C., Dirgantara, R., Law, D.W., Setunge, S. (2019). Effect of curing conditions on microstructure and pore-structure of brown coal fly ash geopolymers, Applied Sciences, 9(15), 3138. https://doi.org/10.3390/app9153138
  5. JSCE (2008). Recommendations for Design and Construction of High Performance Fiber Reinforced Cement Composites with Multiple Fine Cracks (HPFRCC), Concrete Engineering Series.
  6. Kanda, T., Li, V.C. (2006). Practical design criteria for saturated pseudo strain hardening behavior in ECC, Journal of Advanced Concrete Technology, 4(1), 59-72. https://doi.org/10.3151/jact.4.59
  7. Kim, Y.Y., Kong, H.J., Li, V.C. (2003). Design of engineered cementitious composite(ECC) suitable for wet-mix shotcreting, ACI Materials Journal, 100(6), 511-518.
  8. Kwon, S.J., Choi, J.I., Nguyen, H.H., Lee, B.Y. (2018). Tensile strain-hardening behaviors and crack patterns of slag-based fiber-reinforced composites, Computers and Concrete, 21(3), 231-237. https://doi.org/10.12989/CAC.2018.21.3.231
  9. Lee, B.Y., Cho, C.G., Lim, H.J., Song, J.K., Yang, K.H., Li, V.C. (2012). Strain hardening fiber reinforced alkali-activated mortar-a feasibility study, Construction and Building Materials, 37, 15-20. https://doi.org/10.1016/j.conbuildmat.2012.06.007
  10. Lee, Y., Choi, J.I., Kim, H.K., Lee, B.Y. (2017). Effects of a defoamer on the compressive strength and tensile behavior of alkali-activated slag-based cementless composite reinforced by polyethylene fiber, Composite Structures, 172, 166-172. https://doi.org/10.1016/j.compstruct.2017.03.095
  11. Li, M., Li, V.C. (2013). Rheology, fiber dispersion, and robust properties of engineered cementitious composites, Journal of the Materials and Structure, 46(3), 405-420. https://doi.org/10.1617/s11527-012-9909-z
  12. Maalej, M., Li, V.C. (1994). Flexural/tensile-strength ratio in engineered cementitious composites, ASCE Journal of Materials in Civil Engineering, 6(4), 513-528. https://doi.org/10.1061/(ASCE)0899-1561(1994)6:4(513)
  13. Malhotra, V.M. (2001). Introduction: sustainable development and concrete technology, Concrete Internal. 24(7), 22.
  14. Mindess, S., Young, J.F., Darwin, D. (2003). Concrete, Prentice-Hall Englewood Cliffs, NJ, 317
  15. Nematollahi, B., Sanjayan, J., Shaikh, F.U.A. (2016). Matrix design of strain hardening fiber reinforced engineered geopolymer composite, Composites Part B Engineering, 89, 253-265. https://doi.org/10.1016/j.compositesb.2015.11.039
  16. Nematollahi, B., Qiu, J., Yang, E.H., Sanjayan, J. (2017). Microscale investigation of fiber-matrix interface properties of strain-hardening geopolymer composite, Ceramic International, 43(17), 15616-15625. https://doi.org/10.1016/j.ceramint.2017.08.118
  17. Ohno, M., Li, V.C. (2014). A feasibility study of strain hardening fiber reinforced fly ash-based geopolymer composites, Construction and Building Materials, 57, 163-168. https://doi.org/10.1016/j.conbuildmat.2014.02.005
  18. Ohno, M., Li, V.C. (2018). An integrated design method of Engineered Geopolymer Composite, Cement and Concrete Composites, 88, 73-85. https://doi.org/10.1016/j.cemconcomp.2018.02.001
  19. Park, S.E., Choi, J.I., Kim, Y.Y., Lee, B.Y. (2021). Tensile behavior and cracking patterns of fiber-reinforced cementless composites according to types of superplasticizers, Journal of the Korean Recycled Construction Resources Institute, 9(2), 200-207 [in Korean]. https://doi.org/10.14190/JRCR.2021.9.2.200
  20. Shaikh, F., Haque, S. (2018). Behaviour of carbon and basalt fibres reinforced fly ash geopolymer at elevated temperatures, International Journal of Concrete Structures and Materials, 12(1), 1-12. https://doi.org/10.1186/s40069-018-0237-8